DOI QR코드

DOI QR Code

Economic and Fast-track Rehabilitation of Concrete Pavements and Bridge Decks

  • Ramseyer, Chris (School of Civil Engineering and Environmental Science, Univ. of Oklahoma) ;
  • Chancellor, Brent (School of Civil Engineering and Environmental Science, Univ. of Oklahoma) ;
  • Kang, Thomas H.K. (School of Civil Engineering and Environmental Science, Univ. of Oklahoma)
  • Published : 2008.12.30

Abstract

The last 10 years have seen considerable growth in the use of proprietary and special repair cements for concrete pavements in the state of Oklahoma. Many of these products lend themselves to "fast track" construction techniques that allow reopening to traffic within 12 hours or less. These products achieve high early strengths by accelerating the Portland cement hydration process for both Type I and Type III cements. In this paper, the important features of a durable repair which include strength, compatibility and bond or adhesion are first discussed. Then the development, testing and field implementation of the aforementioned materials are discussed including the learning curve required to implement a repair system, not just install a new material. Some of the materials discussed, while expensive on a cost per unit basis, hold great promise for economical use on fast track project.

Keywords

References

  1. Zia, P., Leming, M., Ahmad, S., Schemmel, J., and Elliot, R., "Production of High Performance Concrete," Mechanical Behavior of High Performance Concretes, Vol. 2, Report SHRPC-362, Strategic Highway Research Program, National Research Council, 1993
  2. Cusson, D. and Mailvaganam, N., "Durability of Repair Materials," Concrete International, American Concrete Institute, Vol. 18, No. 3, 1996, pp. 34-48
  3. Emmons, P. H., Vaysburd, A., and McDold , J., "A Rational Approach to Durable Concrete Repairs," Concrete International, American Concrete Institute, Vol. 15, No. 9, 1993, pp. 40-45
  4. Emmons, P. H., Vaysburd, A., and McDold , J., "Concrete Repair in the Future Turn of the Century - Any Problems?," Concrete International, American Concrete Institute, Vol. 16, No. 3, 1994, pp. 42-49
  5. Mindess, S. and Young, J. F., Concrete, Prentice-Hall, Inc., New Jersey, 1981, 671 pp
  6. Balogh, A., "New Admixture Combats Concrete Shrinkage," Concrete Construction, Vol. 41, No. 7, 1996, pp. 546-551
  7. Zakka, Z. A., and Carrasquillo, R. L., Effects of High-Range Water Reducers on the Properties of Fresh and Hardened Concrete, Research Report 1117-3F, Center for Transportation Research, University of Texas at Austin, Oct. 1989
  8. ASTM C 33-03, Standard Specification for Concrete Aggregates, ASTM International, West Conshohocken, Pa., 2003, 11 pp
  9. ASTM C 494/C 494M-05a, Standard Specification for Chemical Admixtures for Concrete, ASTM International, West Conshohocken, Pa., 2005, 10 pp
  10. ASTM C 260-01, Standard Specification for Air-Entraining Admixtures for Concrete, ASTM International, West Conshohocken, Pa., 2001, 3 pp
  11. ASTM C 490-04, Standard Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete, ASTM International, West Conshohocken, Pa., 2004, 5 pp
  12. ASTM C 39/C 39M-04a, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, Pa., 2004, 7 pp
  13. ASTM C 882-99, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear, ASTM International, West Conshohocken, Pa., 1999, 4 pp
  14. ASTM C 469-94/ C 469-94e1, Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression, ASTM International, West Conshohocken, Pa., 1994, 4 pp
  15. ASTM C 1202-05, Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, Pa., 2005, 6 pp
  16. ASTM C 403/C 403M-06, Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance, ASTM International, West Conshohocken, Pa., 2006, 7 pp